CN109339462A - The installation method of ready-mixed concrete production plant area - Google Patents
The installation method of ready-mixed concrete production plant area Download PDFInfo
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- CN109339462A CN109339462A CN201811366483.1A CN201811366483A CN109339462A CN 109339462 A CN109339462 A CN 109339462A CN 201811366483 A CN201811366483 A CN 201811366483A CN 109339462 A CN109339462 A CN 109339462A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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Abstract
The present invention relates to the installation methods of ready-mixed concrete production plant area, comprising steps of 1) ready-mixed concrete produces plant area's planar design；2) gutter and collecting-tank construction；3) master trip building, power distribution room, main production building, central production control unit, production laboratory, high-order batch bin and aggregate yard construction；4) cable ditch is arranged；5) plant area's comb is arranged；6) truck scale is arranged.The beneficial effects of the present invention are: ready-mixed concrete production plant area's horizontal layout of the invention is reasonable, the utilization rate of land resource can be effectively promoted, influence of plant area's operation to external environment is reduced；Cable ditch formwork of the present invention installs and concrete pouring construction convenience, built-in bolt accurate positioning；Cable baffle in-site installation, replacement are easy, high with the bonding strength of built-in bolt；Comb of the present invention lifting, accurate positioning, structural integrity is good, and concreting is vibrated conveniently on the outside of comb, and comb will not be disturbed small by pouring to vibrate, and site operation is high-efficient.
Description
Technical field
The present invention relates to the installation methods of ready-mixed concrete production plant area, belong to building engineering field, are suitable for pre-
Mixed concrete produces plant area's construction project.
Background technique
With the quickening of economic construction of China and urbanization process, ready-mixed concrete industry is grown rapidly, to commodity
The demand of concrete is increasing, but the environmental issue of Concrete Mixing Station also gradually protrudes, and increasingly causes people
Attention.Ready-mixed concrete production plant area construction in, be commonly present plant area is dirty and messy, security risk is high, site operation low efficiency,
The problems such as filth-discharging effect is poor seriously affects external environment.
Ready-mixed concrete factory plot structure is mainly by aggregate-storing system, metering system, control system, conveying in the prior art
The composition such as system, liquid-supplying system, pneumatic system, stirring system, main building frame, control room, dust pelletizing system, to complete concrete
The work such as storage, metering, conveying, stirring and the discharging of raw material.Though it is autochthonal that ready-mixed concrete production plant area meets coagulation
The problems such as needs of production capacity power, but plant area's traffic driving crossing elimination, fugitive dust, noise, sewage, does not obtain effective solution.
Though being mentioned in conclusion existing ready-mixed concrete, which produces plant area, achieves preferable effect in suitable operating condition
It rises land resources utilization rate, site operation efficiency etc. and remains deficiency.In consideration of it, pre- for effective use land resource, optimization
The construction efficiency that mixed concrete produces plant area's layout, promotes plant area, urgently invent a kind of can not only promote land resource at present
Utilization rate and site operation efficiency, and structural integrity can be improved, the ready-mixed concrete of plant environment can also be improved
Produce the installation method of plant area.
Summary of the invention
The purpose of the present invention is overcoming deficiency in the prior art, a kind of utilization that can not only promote land resource is provided
Rate and site operation efficiency, and the installation method of the ready-mixed concrete production plant area of structural integrity can be improved.
The installation method of this ready-mixed concrete production plant area, including following construction procedure:
1) ready-mixed concrete produces plant area's planar design: producing the land area of plant area according to ready-mixed concrete and function is wanted
It asks, determines master trip building, power distribution room, collecting-tank, main production building, central production control unit, production laboratory, high-order batch bin, bone
Material heap field, the plan-position of car carwash and truck scale and size；
2) gutter and collecting-tank construction: gutter is set along the periphery of production plant area, and is arranged in gutter joint
Filtering ponds；Rainwater imports in collecting-tank in gutter；
3) master trip building, power distribution room, main production building, central production control unit, production laboratory, high-order batch bin and aggregate heap
Construction: ready-mixed concrete production plant area it is built-in set performance meet the master trip building of design requirement, power distribution room, main production building,
Central production control unit, production laboratory, high-order batch bin and aggregate yard；In the outside of aggregate yard, discharging platform is set, and
Discharging platform is set to be connected with ramp is connect；Middle attachment zone and crawler-tread are set between aggregate yard and high-order batch bin
Area；The setting production vestibule between high-order batch bin and main production building；
4) cable ditch is arranged: in central production control unit and master trip building, main production building, producing cable is arranged between vestibule
Ditch；Cable support is set on the side wall of cable ditch；Cable support is bolted with built-in in cable ditch side wall, along built-in spiral shell
Water-proof sealing body is arranged in bolt periphery, and cable baffle is arranged in built-in bolt outboard end；Built-in bolt and locating rod and positioning plate connect
It connects, the setting lifting auxiliary pier on positioning plate；Cable groove cover plate and cable ditch is respectively set at the top and bottom of cable ditch side wall
Bottom plate；Sump is by sump side wall, sump bottom plate and water collecting well cover board group in sump side wall and sump cover board phase
Connect place's setting cap hinge axle；In cable ditch and sump joint setting rhone and bottom of trench lintel；
5) plant area's comb is arranged: row is arranged on the outside of central production control unit, master trip building, main production building, high-order batch bin
Pipe；The quantity of comb is 4~6；In the opposite arc limit slot of the lateral wall setting mirror image of comb, the lateral gap of comb is adopted
Use Concrete Filled；When comb is constructed, in the lower part setting limit hanging beam of lifting positioning pier, and it is arranged first on limit hanging beam
Upright bar and the second limit upright bar are limited, the first adjusting bolt and the is respectively set in the first limit upright bar and the second limit upright bar
Two adjust bolt；Setting pushes baffle, above mentions baffle and rotational handle in the first limit upright bar；Second limit upright bar passes through the
Two adjusting bolts are connected with rigid protection pipe, and inner tube of vibrating is arranged inside rigid protection pipe；It is arranged on rigid protection pipe
Lateral connection bolt, and it connect the end of lateral connection bolt with arc limit slot, pass through the transverse direction on lateral connection bolt
School position bolt limits the position of arc limit slot；The setting limit dowel between arc limit slot and the first limit upright bar, and
Make to limit dowel with the pipe side stirrup to connect by being welded to connect or binding connection；
6) truck scale is arranged: truck scale being arranged on plant area's exit road, and connects in plant area's exit road with truck scale
Lower bakie road is arranged in place, and dirty groove is deposited in setting in the foundation soil body of lower bakie road lower part；Carrying is arranged in the top of weighing cabinet
Guidance tape, the weighing bottom of box are connect with weight tray, weighing tank ends setting connection supporter；It connects supporter and side limits
Position body is connected by caging bolt；Bottom screed-coat is set between weight tray and flute profile guidance tape and absolute altitude adjusts body, and is led to
Connection dowel is crossed to be connected firmly；It connects dowel and carries the anti-package rigid body of ground beam lower part by connecting anchor slab connection；Absolute altitude is adjusted
Body is made of elevation adjustable plate and adjusting buttress, by adjusting the connection of body peg between each elevation adjustable plate；The two of truck scale
Lane circle falcon is arranged in side.
As preferred: the step 4) positioning plate is connect with built-in bolt vertical welding, and locating rod is set to adjacent built-in
Between bolt；The cable ditch uses Reinforced Concrete Materials；In cable ditch spread working hour, using assembled internal model, and assembling
Internal model bottom bracing is arranged in formula internal model bottom；Template limit body is set towards dagger side in template in assembled internal model；Exist from up to down
The first limit cross bar of setting and second limits cross bar on dagger in template；Template limit body bottom and the second limit cross bar upper surface
Limit tenon connection；The setting template positioning body between the first limit cross bar and template limit body；It is lifting auxiliary pier and is mentioning
Draw locating rod joint that bar side limit body is set；In the outside setting limit ring flat-plate of lifting locating rod；Upper limit body and template
Interior dagger is connected with lifting locating rod, setting limit lifting body at the top of upper limit body；Vertically adjacent built-in bolt it
Between locating rod is set, and connect built-in bolt with positioning plate；In the bottom of positioning plate, lintel fagging is set.
As preferred: the step 5) arc limit slot uses the rubber material of good insulation preformance, arc limit slot and row
The abutted surface of pipe is arc-shaped；The arc limit slot pushing baffle opposite with mirror image and above propose between baffle setting limit connection
Muscle.
As preferred: step 6) is described to deposit dirty groove using Reinforced Concrete Materials, top surface and exit road joint
Groove top plate is set, deposits dirty trench interiors and built-in sewage pipe is set；Lane circle falcon uses rubber material or plastic material system
At reflector is arranged in outside.
The beneficial effects of the present invention are:
(1) ready-mixed concrete of the invention production plant area's horizontal layout is reasonable, can effectively promote the utilization rate of land resource,
Reduce influence of plant area's operation to external environment.
(2) cable ditch formwork of the present invention installs and concrete pouring construction convenience, built-in bolt accurate positioning；Cable baffle
In-site installation, replacement are easy, high with the bonding strength of built-in bolt.
(3) comb lifting of the present invention, accurate positioning, structural integrity is good, and concreting is vibrated conveniently on the outside of comb, pours
Build vibrate will not to comb disturb it is small, site operation is high-efficient.
(4) truck scale structure site operation of the present invention is convenient, environmental pollution is small；Structural integrity is good, flatness is high, damping
Effect is good, and weighing instruments calibration, replacement are easy.
Detailed description of the invention
Fig. 1 is the installation method flow chart of ready-mixed concrete production of the present invention plant area；
Fig. 2 is ready-mixed concrete production plant area's floor plan；
Fig. 3 is cable ditch internal structure cross-section diagram；
Fig. 4 is Fig. 3 cable ditch pouring construction structure；
Fig. 5 is comb constructing structure schematic diagram；
Fig. 6 is truck scale schematic cross-sectional view；
Fig. 7 is the top view of Fig. 6 weight tray structure；
Fig. 8 is that Fig. 6 absolute altitude adjusts body top view.
Description of symbols: 1- master trip building；2- power distribution room；3- collecting-tank；The main production building 4-；The central production control unit 5-；
6- production laboratory；7- high position batch bin；8- aggregate yard；9- car carwash；10- truck scale；The gutter 11-；12- filtering ponds；
13- discharging platform；14- connection ramp；The middle attachment zone 15-；16- crawler-tread area；17- produces vestibule；18- cable ditch；19-
Cable support；Bolt built in 20-；21- water-proof sealing body；22- cable baffle；23- locating rod；24- positioning plate；25- lifting is auxiliary
Help pier；26- cable groove cover plate；27- cable trench floor；28- sump；29- sump side wall；30- sump bottom plate；31- collection
Well cover board；32- cap hinge axle；33- rhone；34- bottom of trench lintel；35- comb；36- arc limit slot；37- lifting positioning
Pier；38- limits hanging beam；39- first limits upright bar；40- second limits upright bar；41- first adjusts bolt；42- second adjusts spiral shell
Bolt；43- pushes baffle；44- is upper to mention baffle；45- rotational handle；46- rigid protection pipe；47- vibrates inner tube；48- lateral connection
Bolt；49- reflector；50- transverse direction school position bolt；51- limits dowel；52- pipe side stirrup；53- exit road；Built in 54-
Sewage pipe；Bakie road under 55-；56- deposits dirty groove；57- weighing cabinet；58- carries guidance tape；59- weight tray；60- connection branch
Block body；The side 61- limit body；62- caging bolt；63- flute profile guidance tape；The bottom 64- screed-coat；65- absolute altitude adjusts body；66- connects
Connect dowel；67- carries ground beam；68- anti-package rigid body；69- elevation adjustable plate；70- adjusts buttress；71- adjusts body peg；72- vehicle
Road circle falcon；73- assembled internal model；74- internal model bottom bracing；Dagger in 75- template；76- template limit body；77- first limits cross bar；
78- second limits cross bar；79- limits tenon；80- template positioning body；81- groove top plate；82- lifts locating rod；83- bar side limit
Position body；84- limits ring flat-plate；85- upper limit body；86- limit lifting body；87- cable ditch side wall；88- foundation soil body；89- mistake
Beam fagging；90- connection anchor slab.
Specific embodiment
The present invention is described further below with reference to embodiment.The explanation of following embodiments is merely used to help understand this
Invention.It should be pointed out that for those skilled in the art, without departing from the principle of the present invention, also
Can be with several improvements and modifications are made to the present invention, these improvement and modification also fall into the protection scope of the claims in the present invention
It is interior.
Shown in referring to Fig.1, the installation method of the ready-mixed concrete production plant area, including following construction procedure:
1) ready-mixed concrete produces plant area's planar design: producing the land area of plant area according to ready-mixed concrete and function is wanted
It asks, determines master trip building 1, power distribution room 2, collecting-tank 3, main production building 4, central production control unit 5, production laboratory 6, high-order ingredient
Storehouse 7, aggregate yard 8, car carwash 9 and truck scale 10 plan-position and size；
2) gutter 11 and collecting-tank 3 are constructed: gutter 11 is arranged in the periphery along production plant area, and connects in gutter 11
Place's setting filtering ponds 12；Rainwater imports in collecting-tank 3 in gutter 11；
3) master trip building 1, power distribution room 2, main production building 4, central production control unit 5, production laboratory 6,7 and of high-order batch bin
Aggregate yard 8 is constructed: ready-mixed concrete production plant area it is built-in set performance meet the master trip building 1 of design requirement, power distribution room 2,
Main production building 4, central production control unit 5, production laboratory 6, high-order batch bin 7 and aggregate yard 8；In the outside of aggregate yard 8
Discharging platform 13 is set, and discharging platform 13 is made to be connected with ramp 14 is connect；It is set between aggregate yard 8 and high-order batch bin 7
Set middle attachment zone 15 and crawler-tread area 16；The setting production vestibule 17 between high-order batch bin 7 and main production building 4；
4) cable ditch 18 is arranged: in central production control unit 5 and master trip building 1, main production building 4, producing and sets between vestibule 17
Set cable ditch 18；Cable support 19 is set on the side wall of cable ditch 18；Cable support 19 with it is built-in in 18 side wall of cable ditch
Bolt 20 connects, and water-proof sealing body 21 is peripherally arranged, and cable baffle 22 is arranged in outboard end；Built-in bolt 20 and locating rod 23
It is connected with positioning plate 24, the setting lifting auxiliary pier 25 on positioning plate 24；The top and bottom of cable ditch side wall 87 are respectively set
Cable groove cover plate 26 and cable trench floor 27；Sump 28 is by sump side wall 29, sump bottom plate 30 and water collecting well cover plate 31
Cap hinge axle 32 is arranged in sump side wall 29 and 31 joint of sump cover board in composition；In 28 phase of cable ditch 18 and sump
Connect place's setting rhone 33 and bottom of trench lintel 34；
5) plant area's comb 35 is arranged: in central production control unit 5, master trip building 1, main production building 4,7 outside of high-order batch bin
Plant area's comb 35 is set；The quantity of plant area's comb 35 is 4~6；In the opposite arc limit of the lateral wall setting mirror image of comb 35
The lateral gap of position slot 36, comb 35 uses Concrete Filled；When comb 35 is constructed, limit is set in the lower part of lifting positioning pier 37
Position hanging beam 38, and the first limit upright bar 39 of setting and the second limit upright bar 40 on limit hanging beam 38, limit upright bar 39 first
Bolt 42 is adjusted with the first adjusting bolt 41 and second is respectively set in the second limit upright bar 40；It is set in the first limit upright bar 39
It sets and pushes baffle 43, above mentions baffle 44 and rotational handle 45；Second limit upright bar 40 adjusts bolt 42 by second and rigidity is anti-
Pillar 46 is connected, and inner tube 47 of vibrating is arranged inside rigid protection pipe 46；Lateral connection spiral shell is set on rigid protection pipe 46
Bolt 48, and it connect the end of lateral connection bolt 48 with arc limit slot 36, pass through the lateral school on lateral connection bolt 48
Position bolt 50 limits the position of arc limit slot 36；The setting limit connection between arc limit slot 36 and the first limit upright bar 39
Muscle 51, and make to limit dowel 51 with the pipe side stirrup 52 to connect by being welded to connect or binding connection；
6) truck scale 10 is arranged: truck scale 10 being arranged on plant area's exit road 53, and in plant area's exit road 53 and vapour
Lower bakie road 55 is arranged in 10 joints of vehicle weighing apparatus, and dirty groove 56 is deposited in setting in the foundation soil body 88 of lower 55 lower part of bakie road；Weighing
The top setting carrying guidance tape 58 of cabinet 57, bottom are connect with weight tray 59, both ends setting connection supporter 60；Connect supporting and retaining system
Body 60 is connect with side limit body 61 by caging bolt 62；It is levelling that bottom is set between weight tray 59 and flute profile guidance tape 63
Layer 64 and absolute altitude adjust body 65, and are connected firmly by connecting dowel 66；It connects dowel 66 and carries the anti-package of 67 lower part of ground beam
Rigid body 68 is connected by connection anchor slab 90；Absolute altitude adjusts body 65 and is made of elevation adjustable plate 69 and adjusting buttress 70, each elevation tune
It saves and is connected between plate 69 by adjusting body peg 71；In the two sides of truck scale 10, lane circle falcon 72 is set.
Referring to shown in Fig. 2~Fig. 8, the ready-mixed concrete produces plant area, central production control unit 5 and master trip building 1,
Cable ditch 18 is set between main production building 4, high-order batch bin 7, and 18 concrete of cable ditch is carried out using assembled internal model 73 and is poured
Construction is built, in cable ditch 18 and 28 joint of sump setting rhone 33 and bottom of trench lintel 34；In central production control unit 5, master
Plant area's comb 35 is arranged on the outside of high-order batch bin 7 in laboratory building 1, main production building 4；It is opposite in the lateral wall setting mirror image of comb 35
Arc limit slot 36, setting is vibrated inner tube 47 inside the rigid protection pipe 46 of the lateral gap of comb 35；In plant area's exit ramp
Lower bakie road 55 is arranged in 14 joint of connection ramp of road 53 and 10 two sides of truck scale, and dirt is deposited in the lower part setting in lower bakie road 55
Groove 56；In the top setting carrying guidance tape 58 of weighing cabinet 57, bottom is connect with weight tray 59, both ends setting connection supporting and retaining system
Lane circle falcon 72 is arranged in the two sides of truck scale 10 in body 60.
Master trip building 1, power distribution room 2, collecting-tank 3, main production building 4, central production control unit 5, production laboratory 6, a high position are matched
Feed bin 7, aggregate yard 8, the plan-position of car carwash 9 and truck scale 10 and size produce the land used of plant area according to ready-mixed concrete
Area and functional requirement determine.
Gutter 11 is set along the periphery of production plant area, and filtering ponds 12 are set in 11 joint of gutter；Gutter 11
Using Reinforced Concrete Materials, depth 40cm, width 30cm；The depth of filtering ponds 12 is 100cm, width 30cm.
Discharging platform 13 is poured using Reinforced Concrete Materials, is highly 1m, width 5m.
Connection ramp 14 is connected with discharging platform 13, the gradient 15%, width 5m.
Middle attachment zone 15 and crawler-tread area 16 are set between aggregate yard 8 and high-order batch bin 7；Middle attachment zone
15 and crawler-tread area 16 be all made of steel construction, for gather materials transmission；It is 10m in the antenna height of high-order batch bin 7, using steel
Setting production vestibule 17 between structure, with main production building 4, production vestibule 17 use steel construction.
Cable ditch 18 uses Reinforced Concrete Materials, and it is highly 1m that cross section, which is in rectangle, width 0.6m；Cable ditch side
Wall 87 with a thickness of 6cm.
Cable support 19 is formed using steel plate rolling, steel plate thickness 2mm, width 10cm.
Built-in bolt 20 uses diameter for the bolt of 20mm.
Water-proof sealing body 21 is cut using sheet rubber, with a thickness of 1cm.
Cable baffle 22 is cut using steel plate, and steel plate thickness 1mm is highly 5cm.
Locating rod 23 uses diameter for the spiral of 32mm.
Positioning plate 24 is used and is made with a thickness of the steel plate of 2mm, width 10cm.
Lifting auxiliary pier 25 uses to be formed with a thickness of the steel plate rolling of 2mm.
Cable groove cover plate 26 and cable trench floor 27 are all made of the concrete slab that strength grade is C35, wherein cable operculum colpi
Plate 26 with a thickness of 15cm, cable trench floor 27 with a thickness of 10cm.
28 depth of sump is 2m, and cross dimension is 1m × 0.5m.
Sump side wall 29 and sump bottom plate 30 are made of Reinforced Concrete Materials, strength grade of concrete C35.
Sump cover board 31 is using the steel plate with a thickness of 2cm.
Cap hinge axle 32 uses diameter for the stainless rotating steel shaft of 20mm.
The groove depth of rhone 33 is 10cm.
Bottom of trench lintel 34 uses Reinforced Concrete Materials, is highly 20cm, strength grade C35.
Comb 35 uses diameter for the pvc pipe of 30cm, wall thickness 2mm.
Arc limit slot 36 is used and is cut with a thickness of the rubber slab of 2cm.
Lifting positioning pier 37 use specification for 200 × 200 × 8 × 12 H profile steel, length 1m.
Limit hanging beam 38 use specification for 100 × 100 × 6 × 8 H profile steel, length 1.5m.
First limit upright bar 39 and the second limit upright bar 40 are all made of the steel pipe that diameter is 60mm and cut.
First, which adjusts bolt 41 and second, adjusts 42 internal diameter of bolt as 60mm.
It pushes baffle 43 and above mentions baffle 44 and be all made of and be made with a thickness of the steel plate of 2mm.
Rotational handle 45 uses diameter to be made of the steel pipe of 30mm, length 20cm.
Rigid protection pipe 46 uses diameter for the steel pipe of 60mm, and inner tube of vibrating 47 uses diameter for the rubber tube of 50mm.
Lateral connection bolt 48 uses diameter for the stainless steel bolt of 30mm.
Reflector 49 is using the reflective plastic plate with a thickness of 1mm.
Lateral school position bolt 50 uses internal diameter for the bolt of 30mm.
Limit dowel 51 and pipe side stirrup 52 are all made of diameter and are made of the spiral of 32mm.
53 width of exit road is 12m, using concrete road surface, strength grade of concrete C30.
Built-in sewage pipe 54 uses diameter for the pvc pipe of 60mm.
The width in lower bakie road 55 is 1cm, length 20cm, spacing 20cm.
Dirty groove 56 is deposited using concrete material, strength grade of concrete C35, width 30cm.
Weighing cabinet 57 is made of the steel plate welding with a thickness of 2mm.
Carrying guidance tape 58 and weight tray 59 are all made of and are made with a thickness of the steel plate of 2mm.
Connection supporter 60 uses to be welded with a thickness of the steel plate of 2mm.
Side limit body 61 is used and is made with a thickness of the rubber material of 2cm.
Caging bolt 62 uses diameter to be made of the bolt of 30mm.
Flute profile guidance tape 63 uses strength grade to pour for the concrete material of C35.
Bottom screed-coat 64 uses mortar material.
Absolute altitude adjusts body 65 and is made of elevation adjustable plate 69 and adjusting buttress 70, by adjusting body between elevation adjustable plate 69
Peg 71 connects；The elevation adjustable plate 69 adjusts buttress 70 using with a thickness of 2cm's using being made with a thickness of the steel plate of 2mm
Steel plate rolling forms, and adjusts body peg 71 and uses diameter for the peg of 30mm.
Connection dowel 66 uses diameter for the spiral of 25mm.
Carry 67 height of ground beam be 30cm, width 20cm, use strength grade for the armored concrete of C35 pours and
At.
Anti-package rigid body 68 is using the steel plate with a thickness of 1mm, width 0.5m.
Lane circle falcon 72 uses and is welded with a thickness of the steel plate of 1mm.
Assembled internal model 73 is using the steel form with a thickness of 1mm.
Internal model bottom bracing 74 is used and is made with a thickness of the steel plate of 2mm.
Dagger 75 uses diameter to be made of the steel pipe of 60mm in template.
Template limit body 76 uses angle steel material, thickness of steel product 2mm.
First limit cross bar 77 and the second limit cross bar 78 are all made of diameter and are made of the steel pipe of 30mm.
Limit tenon 79 uses to be formed with a thickness of the steel plate rolling of 2mm.
Template transposes body 80 using hydraulic jack, and carrying tonnage is 3t.
Groove top plate 81 is using the precast slab with a thickness of 120mm, strength grade of concrete C35.
Lifting locating rod 82 uses diameter to cut for the steel pipe of 30mm.
Bar side limit body 83 is used and is cut with a thickness of the steel plate of 2mm.
Limit ring flat-plate 84 uses to be made with a thickness of the steel plate of 0.5mm, width 5cm.
Upper limit body 85 is using the steel plate with a thickness of 2mm, width 20cm, length 1.5m.
Limit lifting body 86 uses diameter to be made of the spiral of 32mm.
Foundation soil body 88 is the cohesive soil of hard plastic state.
89 height of lintel fagging is 10cm, is welded using with a thickness of the steel plate of 1mm.
Connection anchor slab 90 uses to be cut with a thickness of the steel plate of 2mm.
Claims (4)
1. a kind of installation method of ready-mixed concrete production plant area, which is characterized in that including following construction procedure:
1) ready-mixed concrete produces plant area's planar design: land area and the functional requirement of plant area are produced according to ready-mixed concrete,
Determine master trip building (1), power distribution room (2), collecting-tank (3), main production building (4), central production control unit (5), production laboratory
(6), plan-position and the size of high position batch bin (7), aggregate yard (8), car carwash (9) and truck scale (10)；
2) gutter (11) and collecting-tank (3) construction: gutter (11) are arranged in the periphery along production plant area, and in gutter (11)
Filtering ponds (12) are arranged in joint；The interior rainwater in gutter (11) imports in collecting-tank (3)；
3) master trip building (1), power distribution room (2), main production building (4), central production control unit (5), production laboratory (6), a high position are matched
Feed bin (7) and aggregate yard (8) construction: the built-in master trip building for setting performance and meeting design requirement of plant area is produced in ready-mixed concrete
(1), power distribution room (2), main production building (4), central production control unit (5), production laboratory (6), high-order batch bin (7) and aggregate heap
Field (8)；Discharging platform (13) are set in the outside of aggregate yard (8), and discharging platform (13) is made to be connected with ramp (14) are connect；
Middle attachment zone (15) and crawler-tread area (16) are set between aggregate yard (8) and high-order batch bin (7)；In high-order ingredient
Setting production vestibule (17) between storehouse (7) and main production building (4)；
4) cable ditch (18) is arranged: in central production control unit (5) and master trip building (1), main production building (4), production vestibule (17)
Between be arranged cable ditch (18)；Cable support (19) are set on the side wall of cable ditch (18)；Cable support (19) and cable ditch
(18) built-in bolt (20) connection in side wall, is arranged water-proof sealing body (21) along built-in bolt (20) periphery, built-in bolt
(20) outboard end setting cable baffle (22)；Built-in bolt (20) connect with locating rod (23) and positioning plate (24), is positioning
Setting lifting auxiliary pier (25) on plate (24)；Be respectively set at the top and bottom of cable ditch side wall (87) cable groove cover plate (26) and
Cable trench floor (27)；Sump (28) is made of sump side wall (29), sump bottom plate (30) and water collecting well cover plate (31),
In sump side wall (29) and sump cover board (31) joint setting cap hinge axle (32)；In cable ditch (18) and sump
(28) joint setting rhone (33) and bottom of trench lintel (34)；
5) plant area's comb (35) is arranged: in central production control unit (5), master trip building (1), main production building (4), high-order batch bin
(7) comb (35) are arranged in outside；The quantity of comb (35) is 4~6；In the opposite arc of the lateral wall setting mirror image of comb (35)
The lateral gap of shape limiting slot (36), comb (35) uses Concrete Filled；When comb (35) is constructed, pier (37) are positioned in lifting
Lower part setting limit hanging beam (38), and limit hanging beam (38) on setting first limit upright bar (39) and second limit upright bar
(40), the first adjusting bolt (41) and second is respectively set in the first limit upright bar (39) and the second limit upright bar (40) to adjust
Bolt (42)；Setting pushes baffle (43), above mentions baffle (44) and rotational handle (45) in the first limit upright bar (39)；Second
Limit upright bar (40) adjusts bolt (42) by second and is connected with rigid protection pipe (46), and sets inside rigid protection pipe (46)
Set inner tube of vibrating (47)；Lateral connection bolt (48) are set on rigid protection pipe (46), and make lateral connection bolt (48)
End is connect with arc limit slot (36), limits arc-shaped limit by the lateral school position bolt (50) on lateral connection bolt (48)
The position of slot (36)；Setting limit dowel (51) between arc limit slot (36) and the first limit upright bar (39), and make to limit
Position dowel (51) is connected with the pipe side stirrup (52) to connect by being welded to connect or binding；
6) truck scale (10) is arranged: truck scale (10) is arranged on plant area's exit road (53), and in plant area's exit road (53)
Lower bakie road (55) are set with truck scale (10) joint, dirt is deposited in setting in the foundation soil body (88) of lower bakie road (55) lower part
Groove (56)；Top setting carrying guidance tape (58) of weighing cabinet (57), weighing cabinet (57) bottom and weight tray (59) connect
It connects, weighing cabinet (57) both ends setting connection supporter (60)；Connection supporter (60) and side limit body (61) pass through limit
Bolt (62) connection；Bottom screed-coat (64) are set between weight tray (59) and flute profile guidance tape (63) and absolute altitude adjusts body
(65), it and by connecting dowel (66) is connected firmly；It connects dowel (66) and carries the anti-package rigid body (68) of ground beam (67) lower part
Pass through connection anchor slab (90) connection；Absolute altitude adjusts body (65) and is made of elevation adjustable plate (69) and adjusting buttress (70), each elevation
By adjusting body peg (71) connection between adjustable plate (69)；In the two sides of truck scale (10), lane circle falcon (72) are set.
2. the installation method of ready-mixed concrete production according to claim 1 plant area, it is characterised in that: step 4) is described fixed
Position plate (24) is connect with built-in bolt (20) vertical welding, and locating rod (23) is set between adjacent built-in bolt (20)；It is described
Cable ditch (18) uses Reinforced Concrete Materials；When cable ditch (18) construct, using assembled internal model (73), and in assembled
Internal model bottom bracing (74) are arranged in internal model (73) bottom；It is limited in assembled internal model (73) towards (75) side of dagger in template setting template
Body (76)；The first limit cross bar (77) of setting and the second limit cross bar (78) on dagger (75) in template from up to down；Template
Limit body (76) bottom is connect with the limit tenon (79) of second limit cross bar (78) upper surface；First limit cross bar (77) with
Template is set between template limit body (76) and transposes body (80)；It is set in lifting auxiliary pier (25) and lifting locating rod (82) joint
Set bar side limit body (83)；In the outside of lifting locating rod (82) setting limit ring flat-plate (84)；Upper limit body (85) and template
Interior dagger (75) and lifting locating rod (82) connection, upper limit body (85) top setting limit lifting body (86)；Vertically exist
Locating rod (23) are set between adjacent built-in bolt (20), and connect built-in bolt (20) with positioning plate (24)；It is positioning
Lintel fagging (89) are arranged in the bottom of plate (24).
3. the installation method of ready-mixed concrete production according to claim 1 plant area, it is characterised in that: the step 5) arc
Shape limiting slot (36) uses the rubber material of good insulation preformance, and the abutted surface of arc limit slot (36) and comb (35) is in circular arc
Shape；Arc limit slot (36) the pushing baffle (43) opposite with mirror image and above mention between baffle (44) setting limit dowel
(51)。
4. the installation method of ready-mixed concrete production according to claim 1 plant area, it is characterised in that: step 6) is described to deposit
Dirty groove (56) uses Reinforced Concrete Materials, top surface and exit road (53) joint setting groove top plate (81), deposits dirt
Built-in sewage pipe (54) is set inside groove (56)；Lane circle falcon (72) is made of rubber material or plastic material,
Reflector (49) are arranged in outside.
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| CN109339462B CN109339462B (en) | 2020-11-10 |
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| CN112476783A (en) * | 2020-11-23 | 2021-03-12 | 四川兴城港瑞建材有限公司 | Concrete mixing station material storage system and operation method |
| CN117661706A (en) * | 2024-02-01 | 2024-03-08 | 无锡广盈集团有限公司 | Concrete calandria assembly fixture and assembly method thereof |
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|---|---|
| CN109339462B (en) | 2020-11-10 |
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